Summary for Test 2020-08-18-14-2

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 210227
DEA: 07286204
EFIS: 0713000217
DIST-CO-RTE-PM07-LA-138-56.20/55.20
Award Date03/14/2019
Closeout DateNot set
Work DescriptionWIDEN ROUTE 138 TO 4 LANES WITH A MEDIAN TURN LANE AND STANDARD WIDTH SHOULDERS.; DRAINAGE IMPROVEMENTS.
Location DescriptionIN LOS ANGELES COUNTY IN PALMDALE FROM 87TH STREET EAST TO 96TH STREET EAST
QA Service Level1 (Verified on 06/27/2019)

Sample Information

Sample Taken Date08/18/2020 Sample Unique Key14
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing08/20/2020
Sample typeVerification A brief description of the sampleJMF 3/4" WMA-A-SP R25 0.3% EVO
The quantity of what the sample constitutes4 Bags Of Coldfeed Agg., 2 Bags Of Rap From where was the sample collectedManufacturer
First name of sampler or witnessed byWilliam Last name of sampler or witnessed byLucas
Title of sampler Telephone number of sampler
Laboratory sample identification0512-20 Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Construction Company Littlerock Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAggregate Source Identification (SMARA or name of Pit)91-19-0008
The fabricator's/manufacturer's product name for the sample3/4 WMA-A-SP R25 The fabricator/manufacturer designation for the sample
The plant number1639 A detailed description of where the material sample was collectedBelt Cut at Granite Little Rock Plant
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2020-08-18-14
DIME Test ID: 2020-08-18-14-2
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Test Release Date: 2020-09-01

Test Results


Method: 2 - Individual Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 and 2 Faced and Fine 1 Faced
Input Type: Calculated
Tester's full name: Satish Jain
Date of test: 08/25/2020
Weighted average percentage of fractured, coarse, 2 faced particles: 97 %
Weighted average percentage of fractured, coarse, 1 faced particles: 98 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/1/2020